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FLD2003-04021 (2)FLD2003-04021 200 PALM ISLAND SW EDNARSKI, JERRY AND IRE PLANNER OF RECORD: BSB ATLAS # 258B ZONING: IEOD LAND USE: RU RECEIVED: 04/21/Z003 INCOMPLETE:. COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC CDB: CLWCoverSheet ~~~ SITE PLAN ~, _ . . Scale: 7 in = 20ft, Oin. FEMCE b' HIGH BATES TD 8E SELF CLOSINQ AND SELF LATCHiNO 2~' ~V 3 '~ ~ x x k x ~ 3~ r 1 x ~' ~ f ~ r~G ~G e ~ I A -. ,~ - ~ ~ 1 Y ~'~ I ~,~A,a ~ ,~_. ~~ ~ ~~~~~ y~1AL'~ 3' ~~~ 6 ,. DETAILS N.T.S. n ~~ Z Z ~Z -n m D ~ t ~ rl7 . m D ~~ ~ - "' ~ m n -~ '~ mm ~z POOL ELECTRICAL DETAIL TO SEtjVICE~.~I~ G.F.I. OUTLET TOGGLE 6WfTCHES '-• 3 #12e IN 1YY' CONDUIT JUNCTION BOX locale 8" min. ebuw weterllne. j 3 N12c IN ill" I CONDUIT I I I I I 12v I ANSFORMER 7 I r..T K DECK DETAIL EDGE I ~ I ~~_ ~_ I I I COMPACTED FILL I I I I ~__-" I I I I I I I LIGHT CORD _ I ~ (IN CONDUIT) `. - _ I------------------ _______-- ~AWOINSULATED COPPER Wg2E EPOXY COATED (tN CONDUnj min, 3" #3c CONT. 18" MIN, FROM TOP OF LIGHT TO WATERLINE WATT 12v REMOVABLE UNDERWATER LIGHT ~• '~~ -~8"WALLS i i TIMECLOCK 8" FLOOR .__,.,.......__.._ _-_--..,..._____________.._,._____----_,.-__ _- ~- DIAMONDBRITE f NB AWG INSULATED PLASTER FINISH POOL COPPERN4REGROUND 1 W.P. ~' TO POOL STEEL POOL STEEL OVERLAP ~ 48 #3 STEEL ~ 8" 0!C 6.9AMP PUMP TIMES DIAMETER HDRI20NTAL 8 VERTX:AL 60 GPM MOTOR ALL METALLIC ITEMS WITFNN 5'-0" OF WATER'S EDGE OF POOL 70 BE BONGED WIiH A8 SOLID INSULATED WIRE (u,l. Hated) FROM POOL. STEEL. ALL GROUND WIRES CONNECTED 70 STEEL WITH BRASS GROUND LUGS...,..G.F.I.OUn.E710' MIN. ANA20' MAX. FROM POOL CAP TILE EDGE IN CONTRASTING COLOR ANTI-ENTRAPMENT POOL DETAIL VENT LIN! TO aE 1R MN. AaOVt POOL WATER FLUSH BRICK COPING ---•••••• •••°••••° ANTI- W~tt~- ~ I ENTRAPMENT 11 drg max s wont. ~ Z 'J I Smooth Troweled ~ °~ ! ~ I II Plaster Interior I J " _ ~' i~ Z I N ArdlVortex Maln 8 Finlah ~ ~ ~ ...~ Drain Grate Shall Be ~ W z Secured In Place ti' Tl~ck Walla ~ ~ § SG That Toole Are "' Required For Removal ~, i '' ••••--~-•- ~-- " / • " ~ ~ MAIN DRAINS TO HAVE ANSI! " , / ' . "' ~ ~ ASME A112.18.8M ANTI VORTEX COVER ' ~. : ~ ' POOL MAIN DRAIN o DETAIL 0 o ° o ° o M AIN S ROBE PODL LI ° Threaded Plug ° ~T ~ LED 3 A ° 6rav~l SLRnpo 0 0 ° o ° ° Hydrostatic Valve ° ° o ° o WI WeIlPdnt a o SHORING DETAIL IF POOL cAUaea UNDERMINING ADJACENT STRUCTURE ' " ~,I METAL aTRAP x11a OF E%IeTING aTRUCTURp, POOL 1 I CO. TO PROVIDE PLYWOOD ATTACHED TO ERI{TING I exaRING N:TWEEN Pool AND PoorER wnx: N4ora ~ EIGeTINO aTRUCTURla INTO CON4~E~ I I , Z •7 r ~ I JUNCTION BOX 5 MINIMUM FROM ~ WATER 6' C@RAMIC TILE B" INIMUM ABOVE WATER LINE r I f0" _ ._ - I I ~ ~~ i I _ I I 1T ~ m , I y "--'------i Ir' ~ ra 11 ° t ~ i , _ ~ I / 11 DEGREES MAX. ANGLE ~ / FROM PLUMB i B" ANTIVORTEX MAIN DRAIN GRATE SECURED IN. PLACE SQ TOOLS ARE REQUIRED FOR REMOVAL HYDROSTATIC VALVE WITH WELLf GRAVEL S STRUCTURAL DETAIL SLOPE DECK 1f8" PER FODT FROM POOL, DECK TO BE TOPPED WITH SLIP RESISTANT TOPPING INTERLOCKING BRICK PAVERS ON COMPACTED FILL WITH NOORGANIC MATERIAL ~-~-- BULLNOSE BRICK COPING POOL SIZE:14' x 32' -- -TOP OF POOL BEAM P 0 L ATE R 3'•0" DEEP 'yr, I 8'~0" DEEP ~ •r rrrr err r/ rr rrrrrrrrrr ~ i SURFACE AREA: 387 sq. ft. GALLONS: 12,300 I I~ I' ~ I ',4,.,a=-I VIRGIN SOIL 4'•8" WIDE by B'A" LONG ~~by 1Y1" THICK PLYWOOD SHEET ATTACHED WITH NAILS Q12" CIC IN EACH Taco 2"x4"s ~ 1Z" C1C ANGLE OF REPOSE DETAIL NTS SPECIFICATIONS DEPTH: 3' TO B' PERIMETER; 91 FEET TURNOVER RATE: 6 HOURS INLET RETURNS: 3 PUMP: 1 HP LIGHT: 300 WATT 1 DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 4242.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS GENERAL NOTES: STRUCTURAL 1) PLANS DESIGNED PER 2001 F.B.C. 2) THE SITE SHALL HAVE UNDISTURBED SAND, ROCK, SAND AND ROCK, WITH A MINIMUM BEARING VALUE OF 1200 PSF, 3j THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL CONDmONS IN THIS AREA HAVE BEEN BY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK OF SIMILAR SRE AND DEPTH. IF CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER OONSTRUCTION OF THIS PROJECT. 4) All CONCRETE SHALL CONFORM TO A.C.I 318.77. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACED CONCRETE (GUNITEISHDTCRETE) AND 2,500 P.S.I. FOR POUREDCONCRETE. 5) All REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS OR NEW BILLET STEAL CONFORMING TO A.T.S.M.•15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPECIFICATIONS. PIPING: 1) ALL POOL PIPING SHALL BEAR THE N.S.F-PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F.B.C .POOL EW IPMENT TO APPLY TO F.B.C. 2) WATER SUPPLY AND DISPOSAL SHALL 8E SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS iN F.B.C. F. KNlh ~nlls, P~, P.E T 7 . q " .~.~ 4, ~ // Cans ` jne.ar,'> ~'~ ~,~:. ~' ~w. i 3200 Port a Dtiv~e 1~~: #712'... ~ `' 4 Ft. Laura I ~L 3x308 ~~_. .;• w ~; ` `~ 9;;'958 , 3f?!0 . ~ ~' _ K „• ( ---y / ~'~ ~d~ ...~ . ET P®®LD~~~~ 1V 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 3306D (954)941.1124 infoi~ewimmingpoolplan.com ]~]E~Dl~A]RS~ 200 PAL ISLAND S.W. CLEARWATER, FL 33787 PgOl1~A°.tl" SWIMOUT DETAIL PLUMBING PAGE Scale: 114" =1'-0" DO NOT EMPTY SWIMMING POOL WITHOUT FIRST RELIEVING HYDROSTATIC PRESSURE BY UTILIZING A PUMP ATTACHED TO UNDERPRESSURE LINE" NOTE: ALL EMBEDDED ITEMS TO BE INSTALLED PRIOR TO GUNITE: 1. MAINDRAINS AND LINES 2.5KIMMER 3. LIGHT NICHES 4. RETURN LINES S, CLEANING LINE S. SPA PLUMBING IF INSTALLED INSIDE WALL 7. BOND WIRE 8, WATER FEATURE LINES AND ANY OTHER THROUGH WALL LINES AND FIXTURES 2"SKIMMER LINE POOL LIGHTS 2" MAIN DRAIN 2 " UNDERPRESSURE LINE 2"CLEANING UNE 2"RETURN LINES ~~ ~ ~ r i I I I I ~ I I I ~ / ~ ~ ~ ~ / ~/~ I I I 1.111" VENT LINE I i I i I I 148 ft. 2 in. PR SEAWALL ,,~' ~REMOVABLENUER~FA~TER $~ DEEP A FIXTURE & NICHE 1 ft. ft. 1 ft.6 4~! d ANTIVORTEX ' DUAL MAIN a ~ 5 ft.10In, UJ DRAINS `~ -~- M 0~ " --i•iis ~• a° ~D CAP TILE EDGE ON STEPS ~j~ , Y 7' UNDERPRESSURE LINE FOR DEWATERING DEEP END EXIT t SWIMOUT 1.1n"THROUGH THE WALL(TYPICAL) (SEE DETAIL) _ 1.1f2"CLEANING FITTING WICOVER , / INSTALLEDB"T017'BELOWWATERLINE In. id DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424.2.8.6 ENTRAPMENT PROTECTION FOR SUCTION INLETS 4242.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS GENERAL NOTES:5TRUCTURAL 1) PLANS DESIGNED PER 2001 F.B.C. 2) THE SITE SHALL HAVE UNDISTURBED SAND, ROCK, 9AND AND ROCK, WITH A MINIMUM BEARING VALUE OF 1200 PSF. 3) THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS. SOIL CONDmONS IN THIS AREA HAVE BEEN SY PAST EXPERIENCE CAPABLE OF SUPPORTING A POOL AND DECK DF SIMILAR SIZE AND DEPTH. IF CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ABOVE, THIS ENGINEER SHALL BE NOTIFIED PRIOR TO FURTHER CONSTRUCTION OF THIS PROJECT. 4) ALL CONCRETE SHALL CONFORM TO A.C.I 315.77. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI FOR PNEUMATICALLY PLACEp CONCRETE (GUNnFJSFIOTCRETE) AND 2,500 P.S.I. FOR POURED CONCRETE, 5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE ORAOE DEFORMED BARS OR NEW 81LLET STEAL CONFORMING TO A.T.S.M-15. STEEL SHALL BE BENT, LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. STANDARDS AND SPEgiFICATIONS. PIPING: 1) ALL POOL PIPING SHALL BEAR THE N.S.F: PW SEAL OF APPROVAL AND SHALL BE SCHEDULE 40 P.V.C. MIN. POOL PIPING TO COMPLY WITH F.B.C .POOL EQUIPMENT TO APPLY TO F.B.C. 2) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET All REOLNREMENTS IN F.B.C. CONTROLS SWITCHES FILTER DETAIL M DL K POOL ~ MAIN FILTER DRAINS 1 HP PUMP BAMP w 80 GPM 2" MAIN DRAIN SUCTION z 7 ~ W 3 1.1f2" SKIMMER Z ~ 2"SKIMMER ~ 7' CLEANER LINE ~, ~' °! RESIDENCE , p.E 7: ~ `•~r; ; t . ,- '`~ ':Consu ngineerir.>~ =~ 8200 Port& a Dl~i~ N..1~ °' Ft, La ~ a FL~33~ ~ 18, ~ LEGEND: R • RETURN LINE ® -ELEVATION •JANDY 2-WAY VALVE •JANDY SWAY VALVE •JANDY CHECK VALVE • BUTTERFLY VALVE ~' •SKIMMER NTS - NOT TO SCALE =95938-97~0..:~:. ~-.•.,_ - f ~ ~ J l _^ b E F P®®I,DESIGN.~IET 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (954)949.1124 Info~swimminppodplan.com ~]~~-1~AR~I~ 200 PAL ISLAND S.W. CLEARWATER, FL 33767 LDESIGNNET LAYOUT PAGE POOL LOCATION ELEVATIONS VERIFY ALL DIMENSIONS WITH ACCURATE SURVEY SCALE: 114" =1 FOOT IF WATER SOURCE IS A PRIVATE WELL PRE- FILTERWATER TOFILL POOL ALL METALLIC ITEMS WITHIN i3'•0" OF WATER'S EDG IF ENCL E IS REQUIRED ADD SCRE NOR FENCE A POOL OR PROPERTY ATES TO BE SELF CLOSING AND SELF LA G PROVIDE DOOR AND WINDOW ALA S EQUIRED POOL TO 8E 80NDED WITH #8 SOLID INSULA T E (u.l. NsfedJ FROM POOL STEEL. ALL GROUND CONNECTED TO STEEL WITH BRASS GROUND .... ,G.FJ. OUTLET 10' MIN. AND 20' MAX. FROM PO STEEL OVERLY 48 TIMES DIAMETER ESTABLISH THE LOCATION OF ALL UTILITIES AT SWIMMING POOL CONSTRUCTION SITE AND HOLD ~ MINIMUM CLEARANCE DIMENSIONS ESTABLISHED BY THE LOCAL REGULATORY AGENCY, ALLOW MIN, 10' HORIZONTAL CLEARANCE FROM OVERHEAD ELECTRIC LINES TO POOL WATER. DECK SHALL HAVE A SLIP RESISTANT FINISH NO SHARP EDGES AND BE POSITIVELY SL FOR DRAINAGE PROVIDE WEEP HOLES AND DEWATERING PUMPS AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL FLOATING DUE TO HYDROSTATIC UPLIFT PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFILLING SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK ALL PIPING TO BE PVC SCHEDULE 40 MINIMUM AND ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIOR TO GUNITE (CONCRETE) THIS IS NOT A DIVING POOL. SWIMMING POOL FILL HOSE TO BE EQUIPPED WITH VACUUM BREAKER LOCATE POOL RETURNS DOWN 119" MIN. BELOW THE POOL BEAM 146 ft. 2 in. P ~~ SEAWALL DESIGN PER FLORIDA BUILDING CODE 424.2 INCLUDING BUT NOT LIMITED TO 424,2.6.6 ENTRAPMENT PROTECTION FOR 32 ft. SUCTION INLETS 424,2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS .~ N N c .•" •~• ' N GENERAL NOTES: STRUCTURAL / • 1) PLANS DESIGNED PER 2001 F.B.C. / -` • ~ / 2) THE SITE SHALL HAVE UNDISTURBED SAND, ROCK, ' \ / SAND AWD ROCK, WITH A MINIMUM BEARING VALUE \ / OF 1200 PSF. •\ 3 DEEP ~ ~ 3) THE FOLLOWING IS DETERMINED BY RATIONAL I ANALYSIS. SOIL CONDITIONS IN THIS AREA HAVE BEEN ~ 21 tt ~ In .6 4•~€. S In, BY PAST EXPERIENCE CAPABLE OF SUPPORTING A , ' d POOL AMD DECK OF SIMILAR SIZE AND DEPTH. IF ~ ~ a0 ~ 21 ft. 8 in, W ~, v CONDITIONS DIFFER FROM CONDITIONS SPECIFIED ~ I I . O ' ' " ABOVE, 4HIS ENGINEER SHALL BE NOTIFIED PRIOR TO ~ i ` .Q R $ FURTHER CONSTRUCTION OF THIS PROJECT. I \ 'N~ N d) ALL CONCRETE SHALL CONFORM TO A.C.I 318.77. I CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE PNE n I ~ . AND 2,500 PS`IAFOR CONCRETEOGUNffEISHO~ 5' ' ~ \ POURED CONCRETE. R S / .~ / - .5 5) ALL REINFORCING STEEL SHALL BE INTERMEDIATE / N GRADE DEFORMED BARS OR NEW BILLET STEAL / N CONFORIMING TD A.T.S.M:15. STEEL SHALL BE BENT, / ~ ~ N LAPPED, AND PLACED IN ACCORDANCE WITH A.C.I. ~ ~ STANDARDS AND SPECIFICATIONS. ~ ~ PIPING: ~ C 1) ALL POOL PIPING SHALL BEAR THE N.S.F: PW SEAL N , 01 ~ OF APPRDVAL AND SHALL BE SCHEDULE 40 P.V.C. 21 ft. 7 in.,~ 3 $ MIN. POOL PIPING TO COMPLY WITH F.B.C .POOL EQUIPMENT TO APPLY TO F.B.C. 2) WATER SUPPLY AND DISPOSAL SHALL BE SO ARRANGED THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPDSAL SYSTEM AND SHALL MEET ALL REQUIREMENTS IN F.B.C. 4 tt. 2 in. E;,e,~sr F. KN ~fi. r .t, ~. ;Oonsu ~ `in~erin ~ ~. G RESIDENCE 3200 Port ~riv~Ns :~12.;~ '' ~ ~; Ft, taupe e,~F1833013 - \~;- ~~ 935.9 Q °J 95.~ 6 .J •,~/ •4 OLD~SIGN.NE'~ PO 1000 EAST ATLANTIC BLVD. SUITE 100 POMPANO BEACH FLA 33060 (854)941-1124 in(o~swimmingpoolplen.com ~]E~D1~.~RSF~3 200 PAL ISLAND S.W. CLEARWATER, FL 33767 LDESIGN.NET ~ • .. PNAS£ II SEAWALL W/ 8" GMU WALL AND 42" GUARbRAIL~ b.0` 5.8' ADD STAIRS 6.3' TO DEGK PROPDSED 4' SETBACK POOL - DEGK 1,560 SF PHASE 11 PROPOSED POOL 16'x 48' ~~ ~ ADD FILL IN BAGK YARD TD BRINCx GRADE UP 1 PHASE II . - --- MASONRY WALL -. 1 RUNS FROM 0' TO I' ABOVE GRADE: VERIFY -N FIELD DUE ~, T©eITE sLOP>=, INSTALL PERIMETER 51LT BARRIER PRIOR. TO PERMIT. MAINTAIN DURING CONSTRUCTION ~ - v 1-± ,` .. SWALE GREATE SWALE TO DIVERT WATER o ~ TO STREET F~.= ~:0' ~..,.. ~- EXIST. PALM ~ ~ TREE TO REMA}N ~`~ ~ '~ GOORD. DRIVE AROUND (v.0' ~y.. Lo. ~ i"* to ~ / 1 3' r ~, b.6 ~-~ 4" 5' WIDE GONG SIDEUJaLK ~ EXISTING 5° WIDE ~ GONG. SIDEWALK .~ y„y ~ _ ~ _ . SWALE s ''~~ ~ __ _ 3.9' ~ _ - - .,. GRi=ATE 6WALE (~ '~' "' ~ I~i t0 DIVERT WATER TO STREI=T A ~~: ~!i . o +~~~ FAR CALCULATIONS: SITE AREA: 10,333 SF: GARAGE: 3,800 EXIST. DRIVE: 5~2 5~: NEW WALK: 130 NEW DRIVE: 419 SF A/G GOND.: 68 SF PDOL: 1,5~0SF FAR = .6~~ ~1/ 6" GONG.--APRON =- WITI~ 5' ~LA,IRS n JERRY AND IRI=NE BEDNARSK! 200 PALM ISLAND SDUTF~W)=ST L>=GAL DESCRIPTION: LOT II 6LOGK UNITE 6A ISLAND ESTATES ©~ CLEAf~WATER AS RECORDED IN PLAT BDOK h9 PAGE °0 OF T+~E PUBLIC RECORDS OF PINELLAS GQUNTY FLORIDA. JAMES ~. JACKSQN, Jet., ~1.1,~1. Q225 ALBERCA WAY SOU~`H ~ SAINT PETERSBURG FLORIDA LICEI~E ~: AR0015839 - 4 A ITE T 1 RECEIVED Ri'h' .t ~ ~~p3 PLANNING QEPARTMENT CITY OF CLEARWATER :. ~ "~SlTE Pi.gN Scalia: 91n ~ 2p~, Aln. hnr~i~ c C- ~ ~ S t t~." ,~t.~4r.3 1/ s~3 • :., ~•~-. ' PLUMBING PAGE - ~; SCa!a; 114" -1'•0" •, ,. ; I W 00 NOT EMPTY SWlMM1NG POOL WITHOUT FIRST RELIIVfNG !` HYORDSTATlC PRESSURE 8Y ~.~/ QTILI2iNG A PUTAP AiTAGNEO i0 ~';,, UNOERPRE5SURE L[NE. I ,,• ^ ,...! I .. 9` I ~t, I~ 1 It .. .~ _ ~I tt`1t '~ '`I~ '.iti NDTE; ALL EMBEDDED ITEMS TO BE INSTALLED ~` PRIOR TD OUNITE. 1 1. MAINpRA!NS AND LINES `, 2. SKIMMER 'y 3. LIGHT NICHES 4. RETURN LINES S. CLEANING LINE `~\ d SPA PLUMBING IF INSTALLED INSipE WALL ; 7, 9DIJD WIRE t B. WATER FEATURE LINFS AND ANY OTHER THROUGH WALL LINE5 AND / FIXTURES i ;a'Jp tA'kTT t2Y L'NDER14'ATSR ~ ~V, ft~A'0.SLE UL l,s: T fa('~'RE8 NCI ~~; ANTEVORTEX ~~: DUAL MAIN T l~• - -~ ~ Sft_10in. Imo!. DRAINS T ~ , -_ ~ ~ -~--.., i ~ fl3 i I I ~X'L'ND'cRhResll..RELINE FOR DE.1'P,TER!^N' ~ I i DEEP END EXIT 15WIMOWT I j ; •'T~ (SEE DETAIL) iii '~ ` ~,, II? 1-112" UENTLINE liiilk 2' SKIMMER LINE - I ~ i I E PODL LIGHTS---~ , 2" MA7NDRAiN-..-y--i I~i~. - 2"UNDERPf{E'SSURELINE ---I}}-=-;--i i Ilia j z"cLEANrNG LIr~E-- ~ ~ 2" REI-URN LINES.-.~_ _-~:~.. I 1 '~{ iilll I--_.! - __ - _ _ -- 1-.I .~ . I 3' SEEP ' . CAP 7LE EX+E ONS c75 -'" 1.1"t"THROUGH THE WALL(TYPICAL- 1.tT C~ANIhGrI`1NG'^'V!COVER I.A'SiAL~EC 9' TO t."' `oEICYV 44A7Ei Lt.NE ~/ N . ~ ~ s, I~n.2in. PROaER SEA~~LL DESIGN PER fLORIOA BUILpING C4pE 4242 UDING BUT NOT LIMITED 74 I a2A2.6.6ENTRAPMENT PROTECTIpNFOR E SUCTIONfNLETS i 424.2.17 RESIDENTIAL 5WIMMING BARRIER ___„_ E REQUIREMENTS I i ! !I , GE'YEt4L Nv:ES: Si:iUC?URAL ! I !I =LhVB DES!GXeT. DER ~i F a.C i S)'NE S"E 5.-!AlL tiA5'E Uaw!ST• UR3Eil SAND. ROCK :; S5ND AW ROCK N7Tt1 A SSIAP,9L~R 6EhRNG VALUE ~i' Drt2'.4'P5c ii I I 1} THE FOLLDIS'ING IS DE'ERVdheD 6Y RATiDXAL '! i AkALVS15. SOIL CONDm01S M TXIS AAEk HAV•c BE3Y ', 6Y PAST EXPER~E,^tCE CAPFSLE DF S~PPCRi!~G A ;' '''~ POOL Ago DECK OF 61AIIlAR SITE A.YC CEPTX, 'F ;i - ''- CONAI?%DX591~F':R FAf19CDNlF'A•'ti55PECIFIEO ~:I PSC4E TXIS ERGIN"e.R Snµl SE NC"IF!Ep ?RiOR?0 . f ' FU3T~RCO~STRUQi7CNCF1X6PRCJECT If 41 ALL CC\CRETF. S4µL GD1iFCRM TO AC.I ?!&~ i i ;i CCNCRE1F ShALL NAYEAS+IN;6tCN CDVPRESS!VE I S?1ENGTHDF7~}~PS FCR PhEI:v,Aik'.ALLY?LACEC ': CON~iETE (OU`LTEIS!VDTGRf7E7 M?2.50D PSI FCA ',; +i i) µ. REA!-0RCIW^ S'ETL SHAL aE 1NiERL'&DIAiE '„ ,''j GRACE OSFCR!VED 6ARS CR NEIV BILLET STchl I! CONFDRN.!NG TD AT,Sk,95. S?EE6 SXFLL 3E 6E9.?, !I LgPPEC. AYD PLACED IR ACCDRCANCE LM*Y• A L 1. ,. '; 5';ANDARDS AN^v SPECF9C.4TI01V9 :~ I~! ~?;k^u ;I I 1(ALL PDOL P',P~'G S4ALl FEAR li+E N 9 F •PW SE4L ii OF APPROVAL 59V0 9•IACI 9E SC'XEDULE AG P V C. I! •.' 4.IN, POCL PiP~NG TO CCMPLV W11H F S C . POOI j `l EDU;%1ENi 1Q APPCY i0F E.C. --h ' j 21 WATER 9UPPLV AvD OI6POSk~ SXALL RE 50 wRRFN'vEG'XA7 'T'.F.R'e ~S ND CRCSS CO~NECP•QN I ' NYTX A DDA^.fSTIC WATER SUPPLY OR WATfR i D15 P09AL fiYSTEM ANO 5HP,LL MEET ALL, REOUPE,~9Ek'f51uF 8C. INP j PUMP 6 AMP ~, 8? GPM y ~ ~ r ' a w I ~ D:5 ! XE9 .CCK ... - POOL MAIN DRAINS tuL41N DRAIN SUCTION ' 2" SKIMMER ~-__1 2"CLE4fdERLINE , RESIDENCE 11/ ~ ':~. F. Xellh.JolTsy P.E. P.&.#407.7 Consulting Engineering '' 3200 Pori Royale Dnve N. #712 ' Ft. Laudenia!e, FL 33308 ! F ~ 954 938 9760 _ . -.. ;- . - ,, - - -LEGEND:- -° =-- I ` R I •RETURNLINE I L ------- -- - ~ -~ -_ _. .~.~ :~..~.--..-.-.-_._ _ ~ ~ .ELEVATEON /~ t . ji cQ gg TT ~~~~ ~ ~~~~~~117G~lY.ltltl;r~ ~ i -DANDY 2•WAY VALVE 10~ EAST ATLANTIC BLVD, ' 1 I~. •JANpY3-iNAYVALUE ~i i; SUITE1Cp ` POMPANO BEACHFLA33176D !~ I I ! .. :: ! (~4?D41-1124 ' -JANDYCHECKVAlVE i ` ~`` , J,, inlo~swlmmir6~Dlp!an_com i i •BUTTERFLVVALVE .. -.. ~,.._.~__..-.._.-~.~~ ; ~...~-...~...._......_... :~` -- ';~, ® i !L -SKIPRP9ER ~.ia~,'4~Ti"!S~A~;{\;l NTS ^ NOT TO SCALE _...._.~ .._.-_ .~ aoo PAL !sLANQ s.w, GLEARWATER, FL 33767 1`~ i; P ~..;r ,~_: "~ = _ ,- LAYOUT PAt~ - PODL LOCATION ~~~ • ELEVATIONS ?~~~ VERIFY ALL DIMEN510NS WITH ACCURATE SURVEY ~.; SCALE: 114" =1 FOOT ~' IF WAFER SOURCE IS A PRIVATE WELL PRE• F;LTER WATER TO FILL POOL ALL METALLIC lTI:MS W1TfilN 5'~0" OF WgTER'5 EDGE P0fl1 70 BE BONdEd WITH ~8 SO11DlNSULAT E (u.l, ks;s~ FROM POOL STEEL ALL GROL1Nd GON'NFCTED TO STEEL W17N BRASS GROUNd .~.G.F.I. OUTLET 70' ' MlN. AND 2d" bIAK, FROM PO I. 1 ~ ~ 1F ENGL EIS REQUIRED.ADD SGREE N OR FENCE i POOL OR PROPERTY ~ TES TO BE SELF CLOSING AND SELL' LA G PROVIDE DOOR AND WINDOW ALA REf}UIREIJ STEAL OVERL~A1o'S48 TIla1E5 DIAMETER / 4` ~ f'/ `, ES7ABLISW THE LOCATfON' 4F ALL UTILITIES AT ;~ SlMMM1NG POOL OONSTRUCTION SITE ANd HOLD ,y MiMMUM CLEARANCE dIMEN510N5 ESTABLISHED ' . ~~ BY THE IOCAL REGULATORY AGENCY. ALLObV MIN. f0'.HOR120NTA1 CLEARANCE FROM 1 OVERHEAD ELECTRIG LINES TO POOL WATER. t t~ l DECK SHALL HAVE A SLIP RESISTANT FINISH WITh NO SHARP EDGES AND BE POSITIVEI v c' ^ocn'. FOR DRAINAGE PROVIDE WEEP HOLES ANp DEWATERI AND ANY OTHER METHODS NECE; PREVENT THE p05SIB1LITY OF T FLOATING D,UE TO HYDROSTATS' PRESSURE WHEN THE POOL IS EMPTY. BACKFILLING OF THE POOL SHALL CAREFULLY TO ASSURE THAI' NO DP THE PIPING OCCURS AND BACKFlLLING DONE WITH CLEAN SOIL FREE FROM.c AND DEBR15 AND'SHALL BE COMPACTEI NO VOIDS EX1S1' PROVIDING A FIRM ~ THE DECK ALL PIPING TO BE PVC SCHEDULE d4 AND ALL PRESSURE-PIPING AND MA PIPING MUST BE PRESSURE TESTED GUNITE (CONCRETE) THIS IS NOTA DIVING POOL. SWIMMING POOL FILL H05E TD 8E EQUIPPED WITH VACUUM BREAKER LOCATE POOL RETURNS DOWN 18" A41N. BELOW' THE POOL 6EAM .. ,. ~; ~, .~1; ~ ~ ~.~ "\ r. ~_` '~ I i I ~ d __~__ 21 R. 7 in. ~ ~ W ..~-_ =fl R S'S' 1~~--~ I ll 1 rr~ ' ~. 2i ft: & I~• ~! c~ 21 fS, 7 in ~' V ~.. 146 fl. 2 in. SEAWALL ~.~ / , ~~ 3' DEEP 1 1 ~~ , ~ R 5 , . , ' ~ ' i ~ I ,, c r ~I v}; ~: n; -jr d~.:.-..:81n. I fF'' I ~ 7 I ~ C. ~: ~i -- ~ ~; ~ 9 R. ~ QESIGN PER FLORIDA BUILDING CODE 4242 INCLUDING BUT NOT LIMITED TO 4242.6.6 ENTRAPA9ENT PRDTECTioN FoR SUCTION INLETS 424.217 RESIDENTIAL SWIMMING gaRRIER REQUIREMENTS .. ~~ j ~ Cc'AESAL kOrS STAUCTUR~L. I: i~ 1; PLA43 DES~oNEC Prn 2fICl F,L?C, I. ~E iE T riE 512 yu1LL HAV: Uhwsiu'rZaEO SAhD, RCLk. I; SAk7 AFY) RDQC wliN 6 ,1:g44t^JFI fiJ:tiNG VALliE '~,, CF 12L11 P3=. i, ~; si T^E FG~LCWRtiG Is vEresl;r<<p SY RApOhaL !; /YA:YSi5. 5iAL CCY:CfT~,MSin Tk90.iEA HA4E aEeN !! ' i BV PASJ E%PJilENLS CA.PASLE C? EUPi•09TiNG A I` PUG_ ANCDECKOF 5IAtILAR 9,7,EA~\C DE?TVi, IF ~ - ; COND,iIQhS"DIFFER FRC,1f CO`rDR!On35P"eD!FIGp ~: ' Aa,vs. rr:~ ~c1 .R SHALL SE npr~'~D?R,aa rG ':: ~ FuRTiEH CAhSiRUCTIaV CF Tk5Ffy0JECr ii ' Ai A.L cGNGgET9 s;AU vOkFDRr,! TO A.C.! 9+&77. , i CCNG9+_TC SHALL H.AL6 A Ailril'.!lIS? CDAtPRE9SiYE i :. Snic°SGTH Ofi J eW P9I F'L•R ?NE~541dF:CA:LY hLA cp i i CDKCRETE n`iUP;ITE'SHO'CREfEj AiiG;SuB P.St. FCR k. POUREDCOr+CRCTc. :; 5) ALL fL"!NFDRG~v'0 S7'E'' SnA:L SE WTE,R51F.'i4iE :: j: GRAD"c CE%gRA±`D RArt3 OR NE'W w'US' 3 cA•.. '~~ CL4lWR!tiftu TO R T.S.ht,!5 S cEi SHALL B"c GE',i, j l ,~ LAPP:D, ASD PLAC_06V A!'COROANC"c WiTdAGi S;AAIpARD9 ANDS cCIFICATI0M9 ~i FlP;fiG ~ ii 1j ALL PoOL PYrih'0 SHALL 65AH T}+E N $ = •P'A' SEA': I' - pF A??ROYA~. ANG 51!ALL EE SClicCt,'L-, dC A. Y.C, , i h!IN POGL P.PING 7C CpA'.PLY ~Sli~ F. fi.C PCvL I;, SGU!PFIE\'. i0,4P~YrJEGC : z) warER s~PP;Y auo DlsaosAL seau e= so IuitALGEC TP.AT TriSRE L. NC CROSS Cpry.cC71CN ~: NPTh A pOrdc9TEC WAVER SUPPLY OR WATER i,; OISPOS.4L SYSTEM A:iC SNALL p!EEi ALL i~. RS]uIHeAlc\TS iNF9.C I: ,~ "~ (F. Rett6 Jal[sr p.E. P.E.~4fl727 Consulting, Engineering i' 3200 PorE Royale Drive N, X712 Fi. Lauderdale, FL 33308 954-938-9760 -. -_ I ~.` ''~ a 7Cm EASiATLANTiC BLVQ. I` SUITE 1C0 I. POMPANO BEACH FLA 33~ (954) 941 4124 ~~info~ysvimmmgpvviplan:cam t' _.~.. ~S.d~~ l4dS~~Jd~l 200 PAL 15LAN0 S,W, CLEARWATER, FL 33767 ' t)ETAIL5 I N.T,S. SWIMQUT DETAIL I POOL ELECTRICAL DETAIL i TD SE VIC - G.Fi. OJTLET rA'iR ___.--_ _. i I I 1 1 I • I I I ' P32,LE S,S"dS:^~-5 -I- I II I I I , I I ,'~[ ,~ +~ `~ \ 4 , POOL ! N,p, Z2v e.4AMP PUi.iP :u\CTICK BCX-~~, M,ca5i 9'"n a!trt6 I~'I 3 KT2s "J I!?' ~NDUT DECESDETAIL STRUCTURALDETAIL I S:.CPE DECK i,8~ ~R FCDT fTCV. PaaL. DEC Tc 9=_ TavPEO r! Thl - -~ - ~~ - SLIP RES STA'd~ iCPP W ' ..C:YEh7 c'4GE' ~ - _ _.__.._.._ I!JrE:RLaCK;1{e 9RY'K PAVEK9 ON Cvry,.'PACTED F4L YY','~I I ' Tom---~-~~--~ ~ ~. ~G4GPI~C Y/~`t: ,AL I L~JI..--_4~ ~~' BiF~.NJSEBaICK CC7LN3 I i _ _ ._.-sptig::~ ~._ _ a~ ~@SsGr ~ ; I r---~ ~ I 'I t ? I I LiGHi' CORD I ii Oh CONOJr~-' ~ ~ +.~ J N2 P.VVC 3\]JL4iE0 i`m i ~ d NSFMftf=R ._ Ca?PER N1aF. EPGXY ~F'E CLCG!S ' CC??ER Vr'RE 3ROL'YO 'S.*A!Y GROLd TCr~OF L'GHrTa~aurRU!~ ~:DDY'RTT!2+ AEh'CVABLE CNOE4WA:cR Llu"1R ~~-~""" 8"0'ALLS a' F!COR r~ tXR',!tnlD 5R, c ~ ~~ q 45TER 9!:SH ' •. v00L S'f=l Clc'R.!1 ~ °a ?". STE„L ~ 0' C+G -O-^_...r._._.........._ P1iE5 C.1b t :R PCR¢aNTAL 8 S'ERT'KAL c.1P nLE rxE:N La',vTi,45'ihu CaLOR DESIGN PER FLORIDA BUILDING COOE424.2 INCLUDING BUT NOT LIMITED TO 424.2.6.6 ENTRAPMENT PROTECTION FOR $UG710N INLETS 424.2.t 7 R ESIOENP.AL SWIMMING SARRtER REQUfREMENTS :i ' GRERAL k"„^,ES: Si}7UCTL'RRL ?I PlA!JS CES!iN-v PER 2J01 ~ BC i 1}:E 5~ S"iALi HRY? L'V.4S?VASEp 54;J0. ROCK. I ~ SA!JD ANC RD: K CA!F A `'\"!"~~ Ecl4~W 6'RLLIE '' ' , OF 17JD a5f. I f ' '-' i 3) THE FOILCWiN^v IS CETERh!INEp 3Y RP70NAl ' ANTI-ENTRAPMENT POgt. DETAIL ': AJALL^$S.SOIL CaIJa~?DA'sA TWS AREA M.°Y'E oEEN ~'~1aY PAST EXPEAiENCE.CApF,SLE.GF.SURPCLTt'14GA.~~. - ~ - - _ - - _ ~ ~ ~ . _ ~ - - ~ ~ - ~ - ~ ~ , °OCL ANC QEL'K aF S:d'dLAR R¢E AHD nEPTN. IF ' ~ ~ ~ I CaNOC~0;:5 OiFFER fRL#~ LCVCITIONS SPECIF:EO I VERt LINE TO B@ Sft NRR. ABOVE POOL LY0.TER hBal~'c.'.H!S E\'x4~eER S=FLL EE UCTiF'F' PRICR T7 =Ln~P:.RCOtiBmucmlaNaFr-.sPReLECT FLUSH BRIGK COPING ~ ~~ ~ 5~ "~ ~ ANTI- ~' a ~ !' ' 2P wale Ine '_ i ENTRAPMENT P~~ ~~ ~i Y •I S'RE VGIiff coNCRE=tD~=rsl+aT;~E-~aNa~sBaPSI.raR ~i 1i drg max 3l~'tttN1t. 1 ~ PCbREOCDNCRE`E. ' j I I ; ~ 5) ALL REINFORCiHC SEEL SNA1L BE 4dtERh~CiA~ % I " Smooth 7rowt~ad ~ . F, E ~ ~7 ~ cT SiEAI GRRDE OEFC.IId[7 2ha5 03 !JEIV 31iL P!asiet Interior ~ ~ p i w ~ I ~ I !, GONFJJ3a<.TUa f0 ATSN ~& S:EL SiALI ~ 0~1T, i ' B°AntiVOrl2xMaln FIRI517 ~ N LL ~ ?~~,~ { I .ACEGINACGORGkBCEYN~THA.C.I I LAPPED,AND? OrainGrateShalEe i m z~ g ! b ~ srA4DAR~tiIOS:°EC~'iCAILNS. PIPING Sacurd )n Placp G Thiofi WBILa ~ !1 AiL PCCL ?~r ItJG 5"i^1L SEAR T.~E \' S F..'W SFAL $0 Thdt T0018 A[e ' d F R I ~ "• ~ h (fit. ,,..,,d,... -..- OF RPPROVSL kkD SF•P.CL aE SCH;7JLE e0 P.v C Re~IifE Pr emwa > L;IN PaaL FIPfNG TO CCLiPIY Wli} F EC POOL ~: I I \ ~I E ~`f~` l al;:Ph;EY TO APPLY TO F.B C. d I . „~"' ~ ~ M,VN CRA11i570 NAVE ANB'1 ' ~ ~• ' ~ AShiE At!2.1S.9S!A4^Y0.~t ~ i 2} 1VATER SUPPLM AND C'SPOSRL anALl BE 50 ;: +I r. ~ COVFR ARRAYED T'nAT TARE •5 40 CROSS CONNECTtCN ',; ' `-, '/•• ." ~ POOL MAIN DRAiN' .~ WtTN A DaIAES?'C 15'ATER SUFP!Y OR WATER ~~, Sfii1 .~...__,.. DETAIL DISPOSAL 5YSTEU A4D SHALT. h:EET ALL II i ° ' I RE7J~RErdE7v'rE i4F6C ° . ... ° ° I iE A ° ~ ~L N•AIN7~RAWSTO?E i I " ACT,fI ° v ~ !A'S.'ALLED S'A?ART '~ !• - .. ' ~ EO GPM ~ . W ° Threaded Plug j i ALL UE7PLIClTEN5 c4^TMV 5'd'OF IYAiE.~.: EFfECF r'*JOL TC!?c BDh"J_"D ~17i4RB SOi:~r'1ULATED IUeTENt kskd)FPCAt.'i7D1 ~6~Yd~5~0 vo ° ~ ~ ,~,I i~ STEEL. ALL aRDL7V01V,RES C0:4',V:CTiD 7C ST5EL I19TNBRASS 3R0;:.'JO LUES. GFI O'?tET!p'Lii.V. RND.'O"NAX FRCSY AOOL ' A o ° ° H~i}(CStR11C VaIYe ' ° ° ° ° ° ° WIWe1lPalnt j_ i ~ ~ ~ I '~ AOJACENTSTRUGTURE ~.._..._......._...........,_..__....._.,,._,.........__. SNARING DETAIL '`~ `'~ - ~ IF POOL CAU889 UNOERMINLNa \\\ Ie ~ ~•-°•-~----~=_~ ~'-'-~"~~ ~1 ' OF EILISTIN4 STRUCTURES, P40L 9`pilB"METAL BTRAP ~ r•' ' CO. TO PRDYIOE PIYwOOD 0.ttACRBp TO ExISTIN4 f F. KeIFh Jalfs, P.E, BNORINO BETWEEN POOL AND FOOTER WLTN Z SNOTB ' _ EI(ISTIHO STRUCTElRES INTO COREAC~14 ~¢ f N ~•E•#407,7 2'•9" B JUNCTION BOx ~ , RESIDENCE 6 Consulting Engineering - E I TOP OF POOL BEAM ...---.•- ..__ ,; - _ 4 ..~.~...~.•.,s./......n.~....,~.,,v. p . 5 tdlNrt~9UM FRUM , ' :~~' ~ ~ ..._ _ -. ~ ~ ~~ I 1 320F1~La derdal6~FL 3 308= ~ ' WATER-_ I ' !, P 0 L A T E R ' ~~~ ~ 35-97 ~ . - - 5'CERAMIO~TILE ~_ - S LVSi,N;A5CVEWRiA'sNE ,: qva~.--°I~--'»±° - - - ..:~i _ T_ _ ~ - -- I T ~ 9 _ ~ _ . ... .. { ._.._._ ..: j - __ . _ , _- SOIL `;~1 r , __ - _.s',. i i I le e j ~ in: ~ r ~ ~ I ~r,?Y, y G'•Q" MVIDE by B'•D" LONG I ~. -._..,....._ __ ~~ I ,2 o n i ~ I € '~"y)~ ~ ° yy tl2" T71lCK PLYWOOiT SHEET i //'~~' _._...... _ ;...~.,. _... _ ._ ... 4 fi'•0" DEEP . ~ ~-ATTACHED ViRTH NABS I 1 . .. _.,_.._. _ qP ~~Yp t tT' `!~, i m; ,,ii° 1 ~ r~%' $'1x" C1C IN EACH 2>t4 ~~~17.!~~L~~~,Xi~.ld~~ _ .,,",..,.. ..~ ~ 1 ~2,~x¢..S ~ fix" CiG ~ ___ - ~-~'I.." 7 ~ ~p~-- ~ ~ it7eDEASTATLANTIC6LV1}. __ I ~ 11 DEGREESNrAxAN6LE „~~ i SUITEiCO -- _ ~' / FRDM PLUh9B - - - -- ~ ~ ' ANGLE OF R~POSIE ~ POMPANO BEACH FLA DETAIL (954)9us-1124 a w i 1; Inta~slmmingpDDlafan,com may' tl"AfVTEVURIt7LtJiAINL1ht,41NGliAIE$EGUREDIW---+~,'-fit, ~-. ~ PLACE SO TOOLS ARE REQUIRED FOR REMOVAL ~-~'. '"~ ,%""".".. ""°'."`.--- _`-"°"-_--'"`" ~'~~~~~~~ -- ~--~~~~ ~ u J - -M.-..t_ .i rEYDROSTATIG VALVE YJITFt WELLPOIN' GRA.'JEL SUMP l'UULIJ1;Jl U:1..1 h. f ~~ sarr' '! _... POOL SPECIFICATIQNS TSB P A T~ T~~ I ~:~.Li'~^C.\,ti~A~ -' I SIZIn: i4' x 32' DEPTH, 3' TO 6' INLET RETURNS; 3 "' 200 PAL ISLAND S.W. !~ SURFACE AREA: 367 5q: tt, PERIMETER:: 91 FEET PUMP; t HP ~a CLEARWATER, FL 33767 i° _ ` ~: GALIONS:12 300 TURNOVER-RATE: 6 HOURS LIGHT: 300 WATT 12U ;~ f ' , €i :. ,; •, -, ~ ~ , .SIIRTTEY ~ ITr ~ fs LOT f2, UA/IT Gq. LSUWD ESTATk3 Of CLFiRfYlIL1P, AS REQDRpEED /N PLAT BOIOYY 6Q PA6~" 90. Lif' 7IlE PPIbCGAC RECOB1xS C~" PWLi,LAS G1D1/A/Il; fLORLC4L SA/D PRiDPiERTY FALLS IN EZOblD ZQNE ;4f2' AC.1G104PDyNC >a FLODB d(AP ~12509B L7I0107 B, LYIY CAF f.YFARWi~7FR P/NEZLi4S f~U/V>); flORlf]A, CQP7dFZL'D 7t7•• / dAGiPT,L"r(gE' BAA/R~ 57Ei°fyE7y COLE AT7I~R/VEY AT LAiY AND -IPnBt7P A. AND Ci9/d01L ~ TCIRIBE7I. on east side of property on the property-line one row of 15~cerebrum cherry bushes and in ,front YS pink ind.ian harrthorne bushes. Shrubs to be maintained at 3.5 - 4'. xx =Small Christmas palm planted on angle •xxx- gairdenia-tree'at~corner of house nExt '~" to bedrown lanai .sr~ --- -- ~u . ~ ~o. o/H N/N 2f0 ~ ~ tai u rar n r ~~ °~ 140D ikT4Lb' f s Md1.~' ' o-~~ ~ i !Ip f s a ^ A~LIl .- ~, ~ _ R,4LM ISLAND WAY SOUTHWEST ,- '3 a w i~ a N ~~ ~~-~ sir ,cs ~ ~ arccus~-~ usE of nee av~eENr o~rNEr~ ~~,~ GLf+fI~IMTL~p LaF TITLE FGYP A PERNAD L]F' LaME Y1°~11P MID YGI6D 7HE7PFAF `T1.~ S r~rCT~AND ALL F4S~IE1V15 L~ /BE~IOIQD,• 71#LS _ SLGit~' LhONfE W1Th~DUT HQIIEf/T [AF TITLE E SURD' NOT Y.4lJD U11~' 4t7ED. S7CNm AND y?TI/ SF!!; , q~ HEIR' ,~ NOT L1pVDp® By ~L LNBlL1IY d1-57A?ANCE ~Fd'[IBV~Y ~ON~A.~O~'li1T,~S' ~ suer eon pf giorNp ~ ~ .~iv ~jSYQPS xa.r ~-sfe L8~ --._...~ ~~J1~ o n~~tr a goo i~ 0~ - _,- ~ ~,~ +Pl.QPIi~ ~ ~ ~ ~~ ~ 1~f 7r M#Iel N 1AiMr 1~4MOiL ~VO~I~I ~ R8 i01ei eE~®t-Y~YCR oo~p~ ~fMPIQ 6! M fl~\ ~I H~MMM~ ~ ~.71pi a ~aax~ lrt ~i+u ~ ~iNYai ~°~ ~~ ~ 'riuirox ~ . I~ I ~,l 1' ~, ~, ~ ~ ~ ;~, ~' v i!~ o ~~~ ~ ~~ I FNS, • rN ~ •• oundary Survey o SECTION 5 ,TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA ,~. R . 50.00 .{I• ~ e`"'"'"vs arh,k ~a0• d Q , ~'~' •q~ A. = 51.66' -- Sn? ~, ~~ ,B~• .-Fh. ~•~~°' :•y Ch. _ µ9.4g' ~~ ~ ~';;~ ~, vy CB.- S.~O 14'18"E. Gail ~ •~ ~" . ~ ~•' a :.;` ~ Q .a ;:'Atka'' :, ~• '~~-.:. = 29 36'06.. ,- ~ ~a X9.9 .~: , 4. L,s',q ~ ,~ •;, ~ S~ 9 ,, :,,~'~,~,d ~a' AL DESCRIPTION. LOT 10, 6 ;: • '' •~'__ _ ~~,:• _ _ ';•,• D9 SLAND ESTATES OF __ .. ~ , oP4 ~~~' _ ~o ~, ;.~ 3 0 ~~~ •,., M',, _ - _. h~. - CLEARWATER", ACCORDING TO THE - _ ~;• ~i~~ ~~ ~ ,;;; ., q ES~~ o- ~ •~ ~'6 .:;;.,•• o PLAT THEREOF, RECORDED IN PLAT J ,a s' , ~ :~zy:; : ~ ~' •a \ c~'t.,cc' '•~~,:?;•~, o` BOOK 60, PAGE 90, PUBLIC RECORDS d /9•?' ~ ;%~• , ;;; ;t • o~ ~~•; ;~_ .l~44' 0~ PINELLAS COUNTY, FLORIDA, '(v ' a '' ~ '0 3~ ~ 1 ~ 15 ~ ' r ~ ~~' ~SP;~~ '~` µ6z4 ~ • I ~ ~,;~ ~ ESA 2•!~? ,~~ o~P a0 FLOOD STATEMENT. THIS LOT LIES IN ° ~~~' °~ ° ~ ~' FLOOD ZONE "A-E", (BASE FLOOD ELEVATION: ~ °a IZ'3 '~~ ~' ~ 12.00'), ACCORDING TO FLOOD INSURANCE E~~ e ~ I ~ ~ ~ ~, ~ ~ ~ RATE MAP. ~ 125096 0007 D, DATED :~` : ~ ~ ~"""'" - ' "w ~ ~ ""+ s' `~' ~, AUGUST 19, 1991. "'• ~~~~ '~~~ ~ ~, - •~.. ~~ CERTIFIED T0: JOSEPH W, VERILLA ~'~; ~, ~ -~~~""" ~1: CURVE DATA: ~ •~~. y+'~ •~ o ~~Y ~ SUSAN VERILLA. ~ "~;`",,,,,°, ;~ ;~» - ,~ '. i •' / a ~-~ rrt . rra w rww N .:,re.'Sr. R. - 150.00' :i.•, ;,,• :' a . ~ _9~ TtAaa":Tw.r"w nw~rr.ru.r"e. ~ :. _A. = 154.99' ~ ::4. ~s•' • ~•• ~~'' '~ • o ~ ~~~ , ~~ ~+ ~ ~- .,~ ~ ~ : ~„ ~..~, ~, ' Ch . = 14.19' ~ t~' ~ ~ ••'`'•~. • ~ ~~ A ~~' - 11~ Oll/ HALF LAA~ BURYFN9V0 ~ ~; ~ :•. '' ~' ~ plt a NNC AF S"IIe101 N f dMiiliE /k7mf C~°lArt A4tf ~ 29 3g 06s,,- L ' a 3~' " D G rr saner ~mv~eo uoarov Mo nas-uo ~ ago saner Mo CB . = N . 20 14' 1~1. a D J sre7pv aer ~~~ m aar aeaf or wr ~aaeuDar ,WV eaa• ~ ruin~a ~ ~ aaPrFr nwr n~° surkr yarn' >hr ~ rrowrrx srw~awct ~ ""' I ~ ~ ~ P~ srrntw . naew sf~ruhs p- eut pwm- °-af-s.. r.~c~ ~ 3ilnRf .w AM~F~ sW. . pw .,• ~ ~~~°~a, Foundational/13/98 . ~ ti ~G'~ r ~,~ ' ~ ~ ~ s~ oow~taa ~o~o aure ~ ~' ~~' ~ ~ ~ ~ • •• ~o;~~ ~y9 ~~i• cu r a B 4s2s fi~rq~ .: 6/zG,~9 ~ ~to~ ,aen say r w",YA ro . "a ..ee w N."wa AMO•w-wf wI oar "renw a ~wra Ilrr a « r.r rwr .arrw +roeii ,w r~rars axew rMw ,~"., n.rn J09 NUMBER: 91410 AA 1F• 9 / 2 3 /9 7 !d1{~i dQ6~f1'M FAI d~nfD7M ,LL ELEv~YIQNS Ens~D ON {N.Y.C. ~nrue~l 'he betow des[ribDd lot can be Fund ors Fbusir+g nd Urban Devel mgnt 4food k+sufance rate m:rp /~f09G~ datod ~_~_~~.'~~. ls-d br Ges with zone ^~-~ -and snot desrgnate6 as a ilsrod hazard area. lase Flood Elev. - !'~.O(J .owest f'toor Elev. ~+ NOTES: {M) . MEISUnEI. {G- • tallCtJt (D) • DEED ~ lP! SIR • SET IRDN ROD FIA • FOUND IAO>• FPP . rDUND PIH(,>}PIPE FIP • FQUND rrtOr ."'"'.__ rrM~ rp{rt+DCr?Nr.. MOrrtnuEUT --- -- + NO rNST TrVMfcNTS QF RECORD REFI.ECTItJG EASEMfNT$ TUGHTS C)F YWIY, A/Jl _ OrVH~R$MP WERE FUT1NiSHED 7kfl5 SiJF1VEtiDA ~Ir~PT JV SI~C7Nir9. SCAT E t" - ~D' • r•IFt.D aE~raNas ti+lSEDlkI Svl/'L y/ dGT CtwlE ~ .~~~,~ ?~j~tl'z 4 {~' 39~ q~ ~~ ~~ ~'"'~ ,,r~' f Est ~~' ~r V Q+ {- ,. M s ~~ ~: n~ ^~. a~ ~ ' 'ri R •~ . ~~ 1 A'~ ;i ~~ ` ~ ~. "3 - ~ 2~' Lrr~ev~ A " ~ ~ ,~r'.IrC.~,r,~ ~ rsQ , ~ }fps! /~rQC s 9/.(rf ' ~.~~~ ~ .~~ ~ r ~~;.. X38"5T :34 ~~ ~ Nh C~o~ra 49,ao rye ~ 4 ~~ - _ ~o- - =-- - - ~-- _ -= ~~ ~~ ~ a ~ ~~ ~. ~~~ ~~ 3. O , ~3~ !.2 LcecfC ~.~le~'~B ~- ~~ ~o T" ~~'~ F ~' t~ LOT ~'~ BLOCr{ ._..__..~ G/,yl~' 6 ~ ljCr9w/d ~~TA~'s DF CGEA~ie/Ar-~',tt _ _..~. AS RECOI'tC3ED IN PLAT 8(~OK ._ _ _ ~~_..~_..~ WAGE(S} ____ =~~~._.__ OF THE PU6LIC RI`CORDS OF F'INELLAS GaUNTY FLORIDA BEING 1N SECTION ...~..__.._.°9 _ TOWNSHIP _..._.2s _ S. RANGE /S E.---- - SUFI EY CEF~'rIFIED TO:._~?~'~~!'.__~,.._r~,/~'!~r.1~,'g~v'~~ •c. =d~Of~,~bs'Gfr~l~~~cr~ _...~e~~! _-~ovAco...sv~J_"~~~_ .1'~45~"v_•P.ac~c~_-~L~~~~~~~i._!'I~._.~'r~o. I HEREBY CERTIFY TNATTHE 11E30VF DESCRIaEl7 SURVEY MEETS THE MI!NIN4UM REQUIREMENTS OF CHi~P~E}Z 21 H.Ii.f F.A.C. ~ INVALID WITHOUT RAISED SEAL ~',_'~ ,~~ rY +„ C),QERT~D. LEHl1 P.L.S. t~27~ >3360 ULMERTON I~D_ TYPE Of SUfiyEY lt7TSUnvEY JOE3 NO. 7a.~ UA1 [ 4~ /~,~~_..: iGNAl FIE _ ~._._. rnorosF.l~ FIgOAE- a=ol~Nn~riUN SVr~vEY ._ ~ __ _~__-- .._-_-- .' -lrJn~ _.._._ ___ UI'i?~~l E 7?53- a~J~ ~g .. --- - --~- SUITE f#314 LARGG, FLA. 3461 (E313} 531-679